HomeMy WebLinkAboutTED4001454.1CONSTRUCTION NOTES
CONSTRUCT ACCESS ROAD
�—�
6"CRUSHED ROCK 2-1/2" MINUS
2
INSTALL TYPE I C.B. WITH VANE GRATE
OPLUG
EXISTING PIPE
OREPLACE
EXISTING GRATE WITH
VANE GRATE
OINSTALL
STD. 5' CONC. SIDEWALK
OINSTALL
DEBRIS BARRIER PER DETAIL
7 O
INSTALL 5' CHAIN LINK FENCE ON T-
i
8
GATE
INSTALL 12' CHAIN LINK
�I
OINSTALL
RESTRICTOR MANHOLE
Q
PER DETAIL
10
REMOVE EXISTING TREES
Z
0I
ll
O
INSTALL STD. CONC. DRIVEWAY 3
-N
�'
0,12RANT
FIREEC YDE TO BE
RE , BY OTHERS
In
14 45 N. END_ � I
SIDEWALK~
I
I I
18'
— 0
J
II
I�-10 l i
25 DR/ EWA'Y�
i
I
ti
I•
i
c�
N
w
z
J
Cr
w
F-
a
3
23'f M
cr
3
CV
00 EXIST. 6' WO0L FENCE
(371.5)
TOP BANK
365.60
365.50
S�
0
O
365.50
o\°
O
r \•
d p
° C9
0`
365.30 /
365.10
365.30
i
W.S. 370.00
0\°
O
PLAN VIEW
SCALE: I"= 10'
365.0
P.)
FILL TOP BANK TO EL. 371.0
X X ---x
O
EXIST CURB 81 GUTTER
J
2" GAS
S.E_4 TH ST.
(373.4)
TOP BANK
365.60
'2" Cottonwood
14
9
---� / l (TYP)
5�
(TYP)
I
.o
MR
V
We
_6
N
�X
N
6 WATER
I�0 �
5� SECTION A -A
SCALE: HORIZ. 1''= 20'
VERT I "= 10'
y S.E.4TH ST
r R/ W
2 5'
5'
16/ 5.5'
371.0 TOP BANK
I
5 SECTION B-B
SCALE: HORIZ. 1"=20'
VERT. I" = 10'
120'
1.00%
U� U Z Ci
�W N
} Uj
o�~ C) oti
371.30 2
fPTOP
-----
----I �� ---- 370
s� _NI 5 L.F. -12"PIPE
-�,oi n @ /.0 %
� V VERIFY ELEVATION
30 L.F. -12" PIPE @ 0.70 % 0 360
V
364.19 364.40
I.E. I.E. o0
W o
coo cu 360
�i
Z (°�
SECTION C-C 12 L.F. - 24"PIPE
SCALE HORiZ. l "= l0' ") N @ 0. 60 %
VERT. i " = 5
2
O�
V I
m C'1 �— W
Ci m W�
4 Lo
---- _� 370
-_ `v 12 L.F. - 24" PIPE
@ 0.83 %
Lj ii 6 h(3
3 aD ���� 36�� 3
� 65O
W LLI
�_
364.40
10L.F.-8" I.E.
PIPE @ 1.0 % 360
SECTION D-D
SCALE: HORIZ. I "= 10'
VERT. I"= 5
4 ea. 0.25'z 2"� 5° Strips
Weld to 0.75' 0 Frame _
Space Uniformly
O
Flow 55°
p
NOTE: All steel parts must be galvanized and asphalt coated.
(Treatment 1 or better)
O TYPICAL DEBRIS BARRIER
5'
R -14 5401
54�RESTRICTOR MANHOLE WITH
SOLID LOCKING LID -OFFSET OVER
LADDER 3 OVERFLOW PIPE (AS
SHOWN ON PLAN)
GRATE ELEV. 371.30
OVERFLOW 0.5' MIN.
ELEV. 370. �0 D °
4-) 2%4
A0 CMP a
ELBOW
ANCHOR PIPE a _
TO M.H. WALL
TO STABILIZE �
VERT. PIPE — a
I �
12" C.M.P. 24'PIPE IN
IN V. 364.40
.o
I
'D - ` WATERTIGHT LIFT
N GATE NO. C/C/I-LG,
NOTE: CASCADE CULVERT INC. OR EQUAL.
ALL METAL PARTS AND p �2 200 LB. CAPACITY
SURFACES TO BE ' I CHAIN TO BE SLACK
CORROSION RESISTANT n' x 0 WHEN GATE IS IN
MATERIAL OR GALV. ORIFICE ° DOWN POSITION
AND COATED W/ASPHAL IN BOTTOM =
(TREATMENT I) PLATE N A S
54"
Og RESTRICTOR MANHOLE
NO SCALE
if Wr OT
,45 - 3U11- T
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
HEATHER DOWNS
DETENTION POND
DESIGNED RLB DATE II-29-83
FILE NO.
DRAWN AG
_ CHECKED RLB SCALE AS SHOWN FIELD BOOFC4B-4—PAGE�
NO. REVISION BY APPR. DATE APPROVED � SHEET I OF 2
DIRECTOR OF PUBLIC WdAKS
&,ANNED JUL 15 2C93
VW